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AIRPORT MASTER PLAN UPDATE PENSACOLA INTERNATIONAL AIRPORT Technical Advisory Committee Meeting #1 November 30, 2016 Agenda Master Plan Purpose Master Plan Process TAC Role Master Plan Issues Inventory Landside


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AIRPORT MASTER PLAN UPDATE

PENSACOLA INTERNATIONAL AIRPORT

Technical Advisory Committee Meeting #1 November 30, 2016

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Master Plan Purpose

» Strategic vision/blueprint for development » Balances needs of Airport, community, environment » Airport Layout Plan (ALP) required to

  • btain grants

» Helps improve financial sustainability

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Master Plan Process

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Investigative Solutions Implementation

Inventory Forecasts Facility Requirements Development Alternatives Program Implementation Plan Airport Layout Plan Master Plan Report

= TAC Meeting

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Technical Advisory Committee (TAC)

« Facilitate Public Involvement Program « Advisory in nature « Airport maintains authority and responsibility of decisions « Assess impact of recommendations on Airport operations and Stakeholder facilities

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Goals

» Consider public input » Accommodate demand » Promote highest and best land use » Conform with industry regulations and guidelines » Further environmental awareness » Maintain fiscal sustainability » Facilitate regional economic growth » Consider future industry trends

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Airfield Issues

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Consolidate/Relocate RTR Sites Relocate Fuel Farm Consolidate Helicopter Facilities Segregate Recreational And Corporate GA Meet FAA Airfield Design Standards Validate Runway Length Requirements

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Landside Issues

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Validate Terminal Building Study Identify Uses for Old Tracon Site Evaluate Parking Solutions Evaluate Access Roadways and Curbfront Promote Highest and Best Land Use Facilitate Regional Economic Growth

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Airside Facilities

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ATCT/TRACON ASR-11 MALSR LOC DME RTR Site 1 RTR Site 2 RTR Site 3 RVR Glideslope PAPI ASOS Segmented Circle REIL PAPI REIL RVR PAPI Rotating Beacon DME LOC REIL PAPI

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Terminal Building Lower Level

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Baggage Claim Lobby 3 Devices 11,800 sq ft. Airline Ticket Offices 6,400 sq. ft. Airline Ticket Lobby 9,000 sq. ft. Checked Bag Screening 10,800 sq. ft. 2 Ground Load Gates Holdroom 800 sq. ft. Checked Bag Make-up 19,200 sq. ft.

11 12

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Terminal Building Upper Level

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1

Security Checkpoint 8,700 sq. ft. Holdrooms 15,500 sq. ft. 10 Upper Level Gates

3 5 7 9 2 4 6 10 8

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Terminal Apron

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Terminal Apron ~45,000 sq. yds. Terminal Apron

  • 10 aircraft

accommodated simultaneously

1 3 5 7 2 4 6 8

RON Apron ~6,400 sq. yds.

12 11 10 9

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Terminal Landside

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Employee Lot 197 spaces Hertz/Dollar/Thrifty Service Center 7,277 sq. ft. Parking Garage 963 spaces Rental Car Ready/Return Ground Floor Unassigned Service Center 2,188 sq. ft.. Enterprise/National/Alamo Service Center 8,180 sq. ft. Hertz Ops and Service Center 7,277 sq. ft. Avis/Budget Service Center 8,180 sq. ft. Overflow Lot 103 spaces Economy Lot 2 465 spaces Economy Lot 1 538 spaces Surface Lot 830 spaces Permit & Employee Parking 53 spaces

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Cargo

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Cargo Apron 36.000 sq. yds. (incl. proposed expansion) Cargo Warehouse 10,100 sq. ft. Secondary Cargo Apron 1,285 sq. yds.

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General Aviation

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T-Hangars 43 units PAC 16,500 sq. ft. Box Hangar 17,669 sq. ft. Box Hangar 11,394 sq. ft. Sky Warrior Maint. 10,123 sq. ft. Sky Warrior Admin 16,000 sq. ft. Innisfree 24,248 sq. ft. Heliworks South 18,510 sq. ft. Navy Flying Club 4,500 sq. ft. Heliworks North 13,000 sq. ft. Heliworks Admin 5,000 sq. ft. Heliworks Hangar 1 5,000 sq. ft. Heliworks Hangar 2 14,000 sq. ft. PAC 5,101 sq. ft.

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Support Facilities

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  • Gen. Daniel “Chappie”

James Jr. Aviation Discovery Park Fuel Farm 11 Storage Tanks Airport Maintenance Building 9,950 sq. ft. Airport Traffic Control Tower ~105 ft Tall ARFF 14,000 sq. ft. Hyatt Place Hotel 127 Guest Rooms Abandoned TRACON 18,510 sq. ft.

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MRO Facility

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Hangar 132,048 sq. ft. Apron 27,400 sq. yds. Vehicle Parking 200 stalls

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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What was Accomplished

» Counts

  • 12 automated traffic recorder counts (5/3 – 5/9)
  • Two ATR counts (2 weeks, 5/3 – 5/16)
  • Manual counts at the terminal curb (Sun 5/15 – Mon 5/16)
  • 100% vehicle count by vehicle class
  • Stopping vehicle count by vehicle class
  • Pedestrian count
  • Dwell time count by vehicle class

» Observations of landside activity and curb management » The crew

  • Engineering & Planning Resources (local DBE / WBE / MBE)
  • RS&H staff
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Count Locations for Data Collection Effort

AIRPORT BLVD.

  • N. 12th AVE.

SKYE WAY AIRPORT LN. COLLEGE BLVD. FRANCIS TAYLOR BLVD. SERVICE CENTER RD. PASSENGER TERMINAL PARKING GARAGE & RENTAL CAR ATR Counts 100% Vehicle Class Counts Pedestrian Counts Stop Counts & Dwell Times

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Average Daily Traffic Volumes (from ‘tube’ counts)

AIRPORT BLVD.

  • N. 12th AVE.

SKYE WAY AIRPORT LN. COLLEGE BLVD. FRANCIS TAYLOR BLVD. SERVICE CENTER RD. PASSENGER TERMINAL PARKING GARAGE 340 150 5200 3380 3620 3450 3700 5520 550 3250 920 960 820 920

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Peak Hour Traffic by Location

AIRPORT BLVD.

  • N. 12th AVE.

SKYE WAY AIRPORT LN. COLLEGE BLVD. FRANCIS TAYLOR BLVD. SERVICE CENTER RD. PASSENGER TERMINAL PARKING GARAGE 25 (15:00 – 16:00)

(17:00 – 18:00) 70

470 (15:00 – 16:00) 315 (17:45 – 18:45) 330 (15:00 – 16:00)

(14:30 – 15:30) 275 (14:30 – 15:30) 290 (14:30 – 15:30) 440

50 (17:30 – 18:30) 280 (14:45 – 15:45)

(15:15 – 16:15) 70

80 (15:15 – 16:15) 65 (16:00 – 17:00) 70 (14:30 – 15:30)

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What the Volume Counts Tell Us

» Traffic volume comparison

  • 23% higher the week before we did our manual counts (PSC graduation, et al)
  • 46% higher on the previous Sun / Mon

» Peak days

  • Friday during 1st week of May (20% above ADT)
  • Tuesday during 2nd week of May (27% above ADT)
  • Saturday is the slow day (~20% below ADT)

» Peak hour

  • Mid-afternoon (14:30 – 15:30)
  • 8 – 9% of daily volume in peak hour
  • Traffic rather steady in peak hour (PHF 0.8 – 0.9)
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AM Peak Hour Volumes on the Curb

(08:15 – 09:15, 16 May 2016)

110 90 120 90 50 35 5 10 30 135

Inner Curb: 99% POV, 1% Shuttle Outer Curb: 63% POV, 23% Taxi, 7% Shuttle, 7% Bus

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PM Peak Hour Volumes on the Curb

(14:15 – 15:15, 15 May 2016)

170 90 220 110 95 60 5 20 55 225

Inner Curb: 99% POV, 1% Taxi Outer Curb: 55% POV, 35% Taxi, 10% Shuttle

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Curb Configuration

Outer Lanes Inner Lanes

North Crosswalk Center Crosswalk Left Center Right Left Center Right South Crosswalk

Terminal

Island Parking Garage Departures Arrivals

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Peak Hour Stopping Volumes

Curb & Time Lane POV Taxi Hotel Shuttle Other Shuttle Limo Bus Uber TOTAL % Inner R Lane 86 5 3 1 95 74% Inner L Lane 27 4 1 32 25% Outer R Lane 1 1 1% TOTAL 113 9 1 3 2 128 100% Inner R Lane 58 58 54% Inner L Lane 20 20 19% Outer R Lane 2 17 2 9 30 28% TOTAL 80 17 2 9 108 100% Departures AM Peak Hour Monday 05/16/16 Arrivals PM Peak Hour Sunday 05/15/16

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Function Vehicle Class Lane n Min Mean 95th % Max POV Inner right 134 0:03 2:28 7:49 10:58 Inner center 2 1:01 1:20 1:38 1:40 Inner left 9 0:25 2:04 4:20 5:18 Outer right 1 0:13 0:13 0:13 0:13 All Lanes 146 0:03 2:25 7:49 10:58 Taxi All Lanes 6 0:03 1:15 3:00 3:19 Hotel shuttles All Lanes 4 0:43 0:58 1:05 1:05 Other shuttles All Lanes 3 0:44 0:58 1:12 1:14 POV Inner right 47 0:19 5:55 23:43 31:54 Inner center 1 0:20 0:20 0:20 0:20 Inner left 26 0:53 10:13 24:21 37:13 All Lanes 74 0:19 7:21 24:33 37:13 Taxi All Lanes 52 0:36 6:05 16:19 23:52 Hotel shuttles All Lanes 6 0:50 1:40 2:38 2:43 Other shuttles All Lanes 5 0:52 22:41 58:51 1:08:19 Drop-off Pick-up

Observed Dwell Times on the Curb

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Comparison with National Norms

» PNS drop-off dwell times fit national norms (min:sec)

  • POV

1:30 – 2:30

  • Taxi

1:00 – 1:30

  • Shuttle

1:00 – 2:00

» PNS pick-up dwell times exceed national norms (min:sec)

  • POV

2:00 – 4:00

  • Taxi

1:00 – 2:00

  • Shuttle

2:00 – 5:00

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Outer Left Lane Unused

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Departures Curb Longer than Arrivals Curb

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Only Center Lane for Thru Movement

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Arrivals Curb Full Before Planes Arrive

» Heavy use of departures for pick-up » Drivers left their cars unattended

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Garage Signage Inconsistent

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Ideas to Consider

» Review curb regulations » Revise curb configuration » Promote recently created cell phone lot » Implement true hourly parking in the parking garage

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How the Data will be Used

» Adjust to true peak (PH of ADPM) » Analyze the current capacity and Level of Service (LOS) » Factor up to the future passenger activity levels » Analyze the future capacity and LOS » Establish requirements

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Regional Air Service Market

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Historical Passenger Enplanements

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Aircraft Capacity Trends

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Intelligence on Route and Aircraft Development Historical Socioeconomic and Demographic Data Forecasts of Socioeconomic and Demographic Data Bottom-up Forecasts (1-5 years) Top-Down Econometric Forecasts (5+ years) Air Passenger Forecasts Aircraft Movement Forecast Peak Traffic Forecasts Aircraft Utilization and Technology Aircraft Movement Data Peak Hour Data and Schedules Airline Strategy and Traffic Development

Key:

Work Task Study Output

Our Forecasting Approach

» Analytics tools –trend and regression analysis, » Informed by market conditions – local, national and international » Calibrated to macro industry trends

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Key Drivers of Air Service Demand

» Air travel is derived demand » Close relationships between demand for air travel and economic conditions » Economic and demographic: Gross Regional Product, personal income, private consumption levels, tourism and population » Demand for air transportation between origin and destination markets is derived from interaction between those markets, influenced by airline networks and available airline capacity » Primary components of air travel business/trade activity; tourism/visitor activity and VFR

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Market and Aviation Factors

» Economic – Pensacola MSA growing, resulting in expected new demand for airline and air cargo services » Airline Capacity – Retaining current air carrier mix with up-gauging of aircraft » Performance in line with comparable Small Hub markets » Gulf Coast Market Segmentation – The I-10 corridor of Northwest Florida and Southern Alabama

We have the resources, global perspective, and innovative approach.

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Annual Enplanements Forecast

Historical Forecast

» Base Case or most likely forecast and two sensitivity forecasts calculated to reflect variances in economic forecasts » Overall Compound Annual Growth Rates 2015-2035: » Base Case - 2.37% » Low Case - 1.83% » High Case - 2.90%

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Scheduled Commercial Air Traffic Movements

Historical Forecast

» Passenger ATMs depend on average aircraft size and average load factor » Forecast Compound Annual Growth Rate – Base Case 1.23%; Low Case 0.70% and High Case 1.76%; » Commercial fleet mix at PNS during the forecast period to closely reflect general industry fleet renewal trends, favoring the introduction of larger aircraft

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Air Cargo Forecast

» Historical cargo activity primarily carried by UPS since 2011 » Belly cargo capacity available at PNS limited by the passenger carrier fleet mix » Compound average growth rate from 2016 - 2020 - 1.5%; 2025 1.5%; 2030 – 1.3% and 2035 1.3%.

Historic Forecast

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General Aviation ATMs

Source: FAA.

Forecast Historical

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Design Aircraft

» Design Aircraft Recommendation based on

– Guidance from FAA Advisory Circular 150/5300-13a – Forecast – ATMs – Research on the composition of future airline fleets – Discussions with U.S. airlines

» Composite Design Aircraft Recommendation: C-IV with TDG 5

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Agenda

» Master Plan Purpose » Master Plan Process » TAC Role » Master Plan Issues » Inventory » Landside Observations » Forecasts » Public Involvement Plan » Schedule

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Master Plan Process

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Investigative Solutions Implementation

Inventory Forecasts Facility Requirements Development Alternatives Program Implementation Plan Airport Layout Plan Master Plan Report

= TAC Meeting

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Inventory Forecast Facility Requirements Alternatives Implementation Documentation

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Project Schedule

Complete Complete In Progress

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QUESTIONS?

November 30, 2016